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HomeMy WebLinkAboutHMA - Lots #9 - #15King Countyv ON I» Monroe Avenue NE. Rlds. D. Department of Transportation La. Renton, wn lbeJOw1%% Phone.: (206) 296.7709 Materials Laboratory Kiny Goulrrty r, I�es> r9 No[ !itis AS01311 UUMPaenon Form Date Paved 5/23/2016 r-roject C.O.R. - Ligan Ar N. No. 1 1126896 1 Sou6b. I Logan Ar N. Prime Johansen Paving Co. I ICON Plant Auburn Cfass 1 1/2" 1 Lift Base I Start Aie Temp. 52' End Air Temp. 67• Gauge Instrolak 3DOe e2aza Mix W. MU Itr0010 nano, a Csrimaleu uensn` Y(P)= 0.0ray l onsma vviarn w - (%- ue rn u P t I Sunlor Size S / LOT L=..gin to -are-1 rvo (A) = Vft'- IWft xDR)= Beg. Sta. -, Sta. to Sta. Lou. ACP Test Temp. I Lar # 7 i est Course Test Location Offszt Dupth Gungu Rundinga Avg' Reading Carr. FauL Corrected Gauge Ricu Dclwily of Riue I eat Base 10+50 zz' [t 3" 1210.0 1111.2 140.9 1.011 142.4 154.3 92.3 2 int Base 17-,00 20' Lt 3" 144.9 143.3 144.1 1.011 145.7 154.3 94.4 3 131 Base 18+25 4a' Lt. 3' 0111. 1 1y 1.0 1n 1.4 1.011 1r1z.5 10:3.3 9z.6 4 1st Base 19+75 23' Lt 3-' 143.3 145.1 144.2 1.011 145.8 154.3 94.5 5 tat Base 15+25 6' Lt 3" 141.9 144.9 143.4 1.011 140.0 109.4 yr;.0 t3 1st Rasa 15T10 a' Lt 3" 191.a 191.1 141.2 1.011 142.6 154.3 92.5 7 1 a Baas 18+25 4' Lt 3" 141.6 143.2 142.4 1.011 144.0 154.3 93.3 8 1st Base 19+10 y Lc a" IZia. 1 191.0 192.9 1.011 143.9 154.3 93.3 9 1st Base 22-25 21' Lt 3' 142.5 141.8 142.2 1.011 143.7 154.3 93.1 10 lot Base 24+25 24' Lt 3" 141.8 143.6 142.11.0 1 1 199.3 r09.a ns.0 I 1 151 Dasa z3+zD P Lt 3" 141.1 141.6 141.4 1.011 142.9 154.3 92.6 12 1 a Baan 25+75 23' Lt 3" 141.6 141.7 141.7 1.011 143.2 154.3 92.8 13 151, Betio 21+20 21' Lt 3" 191.0 191.z 191.1 1.011 19z.7 154.3 92.5 14 1 a Baan 28+75 24' Lt 3'' 142.2 141.5 141.9 1.011 143.4 154.3 92.9 15 1st Baso 30+25 22' Lt W 145.0 143.3 199.e. 1.011 190.1 109.a Y9.9 i-iero rests aerronned using nCuO r rear Merhod ry-1. Lot Avg. 93.3 Pavers: CAT AP -1055E #620168 Rollers CAT CAT CAT Remarks: Today's Rice Density was 154.3 C354 Xvv DDV #64 5052 RreakDown CB34B DDV #64 5302 Intermeeiate CB224E DDV #64 0089 Finish Tonnage: 1230.01 Passes 4-6 Varim, Varies 5 2? 1 L Muller Coues• 00 - ovel!ik Dm, -'q-1 P-Pnecmatic I ester imarmea Naviny CvntreXtCr and K.U. Int pectar vT the day's ti3st 2501ts. Fluid Engillevr/Tester William S. Parswns pare lesrea 5/23/2016 C:e0sersiwparsonswocumemseFtemon-Cogan rve R71 H.5.e3.1'o DDV Doubt. Dr.m Vibrator Pv - Pneumatic viu Last Revised 512 712 01 6 King County ® V 5R 155 Monroe rtvc ME. u. m 98 Reon. WA 98016-0199199 DepBflmcnl of Tranal,..rlallu" 1711"ne: (006) e96 1 r071 rvlatur;als r-burtit. Kin CoaFR 7 g y Pax: X206) 296-0179 Not Mix Asphalt Compaction form Date Paved 5/23/2016 Project C.O.R. - Lugan Av-. N. No. 1126896 SeCriurrs Logan rive rv. Prime 3otlansen raving Co. ICON Pant I wooer. Class 1lz" Lilt Be.. Scan +lir r emp. Oz- cnu tiir r emp. a e Gauge Inatrutek 3500 #2329 Mix 1.D. MD140010 Ra„d # Estimated Densi rpi 0.0759 Tons/1113 Width W D- th D Soblat Size S =or =engrn w nearesr -v6' (A) _ Beg. Ste. + Sid. to sra. qac. ACP Tat Tei, -,-,p- Let # 10 Tact Cuarsa Test W ativn Offset Depth Gauge Reauings Avg' Roadirig Curr. Fact. Corrected Gauge Rice Density o:o of Rico 1 1st Baso 31+75 29' Lt 3" 143.0 142.0 14e..o 1.011 144.1 104.3 43.4 2 lot Base 33+20 a C Ex s" t4t.5 141.9 141.8 1.011 143.3 154.3 92.9 3 1519ase 34+75 34' Lt 3" 141.3 141.5 141.4 1.011 143.0 104.3 5z.5 4 1st Ba.e 26+00 8' Lt 3" 1R 1.0 141.5 141.1 1.011 143.3 154.3 92.8 5 lot Base z1+50 5' Lt 3" 140.6 140.8 140.7 1.011 142.2 154.3 92.2 6 tat Baaxi 29+00 12' Lt 3" 141.1 140.9 141.00 1.011 14z.5 104.3 92.4 7 13t Base 3Y+00 WIN 3" 140.5 140.6 140.6 1.011 142.1 154.3 92.1 6 1st Base 32x00 17.0 3" 140.2 141.3 140.8 1.011 14z.a 104.3 yz.z 9 lot Base 33+50 21' Li 3'' 140.3 142.0 141.2 1.011 142.7 154.3 92.5 10 lot 9ase 35+00 18' Lt 3" 142.5 140.3 141.4 1.011 143.0 154.3 92.6 11 1atBoaz 30+50 8' Lt 3" 140.a 1Rz.a 141.6 1.011 143.z 154.3 92.8 12 1st Base 32+00 4' [t 3" 141.5 143.5 142.5 1.011 144.1 154.3 93.4 13 1st Base 33+50 7' Lt 3" 140.5 140.8 140.1 1.011 14z.z 154.3 yz.z 14 1 a Base 3x+00 ii [t 3" 14z.a 141.3 142.1 1.011 143.7 154.3 93.1 10 znd Base 35+35 35' Lt 3" 144.1 142.1 143.1 1.011 144.1 104.3 54.0 Pavers: CAT AP -1055E #620168 Lot Avg. 92.7 Rullurs Fasses CAT CAT CAT Remarks: Today's Rice Density was 154.3 0904 Avr DDV #64 5052 Breakdown 1.9349 DDV #64 5302 Intermeatate CB224E DDV s64 0089 Finistf Tonnage: 1230.01 4-6 Vanua Vance Roller Co0es' DD vo0aie Dram steel P-PnearnatiC Tester informed paving contractor and K.C. Inspector of the day's test results. -U Feld Enyineer/Tcater William S. Pa.aa..a Drs„ .� 0 5/23/2016 C:\Users\..Narsons\DocumeMs\Ren,on-Lagan Ave N\HMA.5.2;5. 6A (� lv/l I IP DDV Diable Dram Vibrator PV - Pneuma,: vies Lila Revised; 5/27/2016 King County ® v 5R 155 Monroe Avenue NI-, 131dr, IJ, Department of* Transportation Renton, wn IICin COUIYt Phone: (206) 296-7709 Materials Laboratory 9 F Fax: (206) 296-0179 Not Mix Awfialt Compacdon Form Date Paved 5/24/2016 Protect C.O.R. - Lugan Ar N. Na 1126896 1 Sm.tias I Lugar Ave N. Prime Johallserl Paving Co. ICON Plarlr Runum Class 1 1/2" 1 Lilt Base Starr Air Temp. 53' 1 nd Air Temp. 58" Gauge Instrotelt 3o00 nz3zv mix I. U. MD140010 Rand. rr csrimateil uensi rY tP/ = 0.01oa 1 onsm3 Width W I/ De to u P I 1 Sublet &.v S i 1 Lot Lenytn to nearest too' (A) _ v(r, ; -(,j) x o(rt )= Beg. Sta. r Sta. to Sta. Loc. ACP / esr r ernp. Lot 8 > > Test Cocrse Tact Ls„ation Offset Depth Gaoge Ruadirga A"g' Meaning Cu1r. Fact. Corrected Gauge Rice density ,p of Rice 1 zn0 Ease 15+50 21' Lt W 142.9 144.6 143.8 1.011 145.3 154.3 94.2 2 2nd Base 17+00 18' L. 3" 142.0 142.D 19z.3 1.011 1936 109.3 y3.z 3 znd Base 1a;F50 ss' Lt 3'' 140.3 141.1 140.7 1.011 142.2 154.3 92.2 4 2nd Ba -u 20+00 22' Lt W 144.3 144.1 144.2 1.011 145.8 1D4.3 a9.0 5 2nd Base 22*50 zu Lt 3` 190.3 190.0 190.9 1.011 141.9 154.3 92.0 5 2nd Base 24+0 19' Lt 3" 1 140.8 141.4 141.1 1.011 142.7 154.3 92.5 7 Vid Base 25+50 20' L. 3" 190.1 191.'5 141.z 1.011 192.1 154.3 9z.5 a znd Ease z1+00 z9' [t 3" 140.2 141.1 140.7 1.011 142.2 154.3 92.2 9 2nd Base 28+50 18' Lt 3" 140.3 141.6 141.0 1.v11 19z.D 1D9.3 5z.9 10 2nd Base 311+0'0 z9 Ct 4" 190.z 190.1 140.5 1.011 142.0 154.3 92.0 11 2nd Basz 31x50 36' Lt 3" 142.1 142.1 142.1 1.011 143.7 154.3 93.1 12 2nd Base 33+00 33' Lt 3" 141.55 19'0.3 191.0 1,011 19z.D 159.3 92.4 13 zn0 Ease 39+50 34' Lt 3" 143.7 142.2 143.0 1.011 144.5 154.3 93.7 14 2nd Base 31x00 21' Lt 3" 140.5 1400.9 190.1 1.011 19z.z 1D9.3 yz.z 10 znd Base 3z+50 z0' 1% 3" 140.1 140.9 140.8 1.011 142.3 154.3 92.3 Field tats oerFrmad wino KCDOT Tut Aft -thud N-1. Lot Avg. 7z.1 Pavers: CAT AP -1055E 11620168 Mollers Pa = .e, Roller Codes' CA 1 CAT CAT Remarks: Today's Rice Density was 154.4 CB54 XW DDv on Da0z Breakdown CB34B DDv ;169 D30z Intermediat.- CB224E Duv 1;69 0089 Finish Tonnage 1104.56 QflW'6 127 11 A w-6 Varies varies DD DoM.E Drum Steel P -Pneumatic Tester informed paving contractor and K.C. Inspector of the day's test results. Melo Engineer 1 ester William a. Parsons Dote 1-5-d 0/z9/z016 oov Double Drum viurator Pv Pa.urratic voo C.\Users,\. ,rsons\Documents\Ren°on-Logan Avn N\HMA.52416 IMS1 Mevisetl: wumv 15 155 Monroe Avenue 1 King County v 5R Remon, WA 9805656 19999 Department of Trunspot tntt'un LQ rnonz lviatct i_tio Ltibm atury King CouPRy Fix- (206) 296-0179 Not Mix Asphalt Compaction Form Dar Paved 5/24/2016 Project C.O.R. - Logan Ar N. Ab. 1126896 1 Secnon. I Logan Ave N. Puree aoifansen raving Co. IDOIQ runt AMr)WF1 Class Jc" Lilt Base Stan Air Tamp. 53" cno Air r errlp. 55" Gauge Instrotek 3500 62329 Mix I.D. MD140010 Rat,d. # Estimated Densi Nrpl= 0.0759 Ton. -A3 Width W ( 1 Oc th D r r 1 Sublet Size S ( ) cot Lengm 10 nearest �'rrt) _ Beg. Sta. * Sra. to Sra. Loc. HCr- Test Te v. Lot #- 12 Tuat Cuuraa Test Location Offset Depth Gauge Readings Avg' Reading Corr. ram. Corrected Gauge Rice Dumaity at F1ice 1 2nd Base 34+00 18' Lt 3" 144.1 141.6 142.9 1.011 144.4 104.3 73.55 2 2nd Base 35+50 21' Lr 3" 1gc.c 1gq.z Ig3.z 1.011 144.8 154.3 93.8 3 end Rase 1M0o 4' Lt 3" 140.7 140.3 140.5 1.011 142.0 154.3 92.1 4 2nd Base 17+50 9' Lt 3" 140.9 141.2 141.1 1.011 1gc.8 154.3 9z.4 5 2nd Base 15 -*u0 8' [c s" 14z.1 igz.6 142.7 1.011 144.2 154.3 93.5 5 2nd Base 22x75 7' Lt 3" 142.8 141.2 142.0 1.011 143.6 154.3 wa.0 7 2nd Baso 24+25 10' Lc a" 1q 1.5 140.8 141.1 1.011 142.6 154.3 92.4 is end Rase z5+r5 5' Lt 3" 140.6 140.7 140.7 1.011 142.2 154.3 92.2 9 2nd Base 27+25 9' Lt 3" 142.3 142.q 1gc.q 1.011 183.5 15q.3 93.3 10 2nd Base ca+ro 0' L, s" 1 140.1 1gz.5 141.6 1.011 143.2 154.3 92.8 It 2nd Base 30+25 4' Lt 3" 140.9 141.2 141.1 11.0111 14z.8 15q.3 5z.4 12 2nd Base 31+75 8' Lr 3" 180.8 10.5 140.s 1.011 142.3 154.3 92.2 1a znti Rase 33+25 5' Lt 3" 141.3 140.3 140.8 1 011 142.3 154.3 92.3 14 2nd Baan 34+75 10' Lt 3" 140.9 141.8 141.3 1.011 182.8 154.3 92.5 15 Leveling 35+5z 3r M 3" 141.9 141.9 141.9 1.011 143.5 154.3 93.0 Fiold to -.t.- performed -3irro KCDOT T rt Muthad N-1. Lot Avg. yzs Pavers: CAT AP -1055E #620168 Roller. CAT CAT CAT Remarks: Today's Rice Density was 154.4 CB54 XW vuv 1s54 505c Bruekdw -. CB34B uuv #64 5302 Intermediate CBzzgE DDV #64 0089 Finish Tonnage: 1104.56 Pa:si s 4-6 varies varies Roller Codes: DD - coMle Brum Steei P-PneomatiC Tester informed paving contractor and K.C. Inspector of the day's test results. a l�� Dov Double Drum vibrator ev - Pmrumatic vee HMO Engineers 1 ester William S Par�son� a -t- 10 ; o/2g/cu 18 � 117 / U t0sem.,,memswoa.ment 1Remem Con Ave AvdOA , 4.1 SA Lae! Revr sa Szr z01'o Ding l:'vun(yV 5R nRemon. WA 9806-01995 Monroe iwenac ME, Olde. u, I)Cr:dtRlCnl vI I 1 hnil,vrlctwlS Wt. r'hone: (206) 296-7709 IVIfttC11615 UtMhUtDI y King Couiliy Fax' (200) zils l/1 ti Not Mix Aboult Compaction Form Date Pavad 5/25/2016 Project C.O.R. - Cogan Ave R. rvo. 1126896 1 Sactrens Loga11 Ar N. Class IM" uff Leveling Start Air Tump. 52- End Air Tamp. 64• Gauge mstroteit ,3500 uz329 E stimated Density (F,) = 0.0759 Tcns/It3 Width (W) Avg. Reading Depth (u) Corrected Gacga Sublot Sir jS) % vf Rice Beg. Sta. OF 145.9 Sta. to Stu. Loc. 143.4 1.011 Taut Cu.ma 1 est rotation Offoet Dupth Gaege Readings 1 Lav -.ling 15+2a z5' Lt 3" 144.8 143.9 2 Leveling 16+75 19' Lt W 144.1 Igz.5 3 Leveling 18+25 zc' [t W 141.9 142.6 4 Leveling tyro 18' Lt 3" 143.2 140.9 5 Leveling 21x25 22' Lt 3" 14,3.0 1gq.0 6 145.5 2z+ro 18' Lt W 143.4 143.3 7 Leveling 24+25 21' Lt 3" 1111.4 140./ 8 Le -ling 25+75 XM 3" 141.2 140.3 9 Leveling z7+25 22' Lt W 144.5 183.3 10 reveling 28+75 iv Li ,3" 140.9 141.8 11 L-aling 30�z5 28' Lt 3" 141.4 144.3 12 Leveling 31+75 35' L. 3" Igq.O I4q.z 13 Leveling 33+2a 3t' Lt 3" 142.5 141.2 14 Leveling 34+75 33' Lt 3" 14z.0 Ig3.r Io Leveling 30+75 z0' 1% 3" 141.3 142.8 Pavers: CAT AP -1055E #620168 Remarks: Today's Rice Density was 154.4 Tonnage: 1339.78 5 Z-7 Tester informed paving conTracrl and R.C. Inspector of the day's test results. � ✓1� ) �� Field Engmeerfrwter William S. Parsons D_t• troctsa S/6/2013 J I C•\U cars\wparsonswocumenv •Ramon -i ogan nve Avimi,z),5,1 o Prime aoflansen raving Co. ICON Plant I Auburn DDV #64 5302 Mix LD. MD140010 Rand. w Finish Passes mor engtn to nearest t00' (A) _ v rt' ! w(ft) x D R = Varies Varies ACP Tftt Tamp. Lot # 13 Avg. Reading Corr. Fact. Corrected Gacga Rice Density % vf Rice 144.4 1.011 145.9 154.3 94.6 143.4 1.011 144.9 j 154.3 93.9 142.3 1.011 143.0 1 oq.,3 93.2 Igz.t 1.011 143.6 154.3 93.1 143.5 1.011 145.1 154.3 44.0 143.4 1.011 144.9 154.3 93.9 141.0 1.011 142.6 154.3 9e..q 140.8 1.011 1 qz.,3 t Sq.3 92.2 143.9 1.011 145.5 154.3 94.3 141.4 1.011 142.9 1 oq.,3 5z.6 I qz.w 1.011 144.4 154.3 93.6 144.1 1.011 145.7 154.3 7q.q 141.9 1.011 1z13.q 154.3 92.9 142.9 1.011 144.4 154.3 93.5 142.1 1.011 1 q,3.6 154.3 93.1 Lut A. g. 93.5 Roll.rs CAT CAT CAI Roller CoOes: Du - DaMle D -ern Steel P -Pneumatic DDV Double Dram Vibrator Pv - Pneumaoc vi0e Las, Rawse0- 51z, rzv i 8 CRoq ww CB34B CB224E DDV #64 5052 DDV #64 5302 DDV soq Was Breakdown Intermediate Finish Passes 4-6 Varies Varies Roller CoOes: Du - DaMle D -ern Steel P -Pneumatic DDV Double Dram Vibrator Pv - Pneumaoc vi0e Las, Rawse0- 51z, rzv i 8 King CountyKenlon. W IX v ON I -) Mon.oe Avenue NE. Bldg. IJ. `IISV 10-'11 `lJ Department of TransporlalionLQ, Phone: (206) 296.7709 Materials Laboratory Kiny Goulrrty 1 : (206) 296-001 r9 HE Mist ASp6a1[ Colrinpall:uoln Form uate raved WzSUM t-ro)ect C.O.R. - Logan Ave N. No. 1126896 1 Suz; Gons I Logan Ave. N. Prime Juhans-cn Paving Co. ICON Plant I Auburn Class 1 1/2" 1 Lift Leveling Start Alr Te11.p. 52• End Air Temp. 64- Gauge Insvolek J00o ezazy wix LD. IOID 1>s001 O Rano. # ESrirrlareii Daindt Y (P) Moms lonsrnJ vviorn vv, 1/ uppin u P 1 Sumat Size S 11 Lor L-.gtn ro..o..,-riuo'7A)= V(tr r W(tr) x D(h )= Bug. Sta. Or St.. to Sta. Lou. ACP Tvw Temp. Lor p 1>s 1 est Course Test Location Off Dupth Gauge Ruadings Avg' Reading Curr. Fact. C�r� ted Gauge Ree. Density ";p cif Rice 1 Leveling sz+zo zc Ex 3" 140.9 140.7 140.8 1.011 142.3 154.3 92.3 2 Leveling 33+75 19' Lt 3" 141.6 144.1 142.9 1.011 144.4 1 o4.J 73.5 3 Leveling 10+ra 'o' LI s' 1fz.s 1xrz.5 I>zz.a 1.011 144.4 154.3 93.6 >F Leveling 17+25 9' Lt W 141.1 141.6 141.4 1.011 142.9 154.3 92.6 5 1-5-11ng 18+75 4' Lt W 141.0 141.2 1q 1.1 1.011 1z1z.1 104.J yz.a 5 Leveling z0Tz0 8' Et W 141.5 142.2 141.9 1.011 143.4 154.3 92.9 7 Le..e.li..g 21x75 5' Lt W 141.3 141.5 141.4 11.011 143.'0 104.4 7z.'o 8 Leveling 2J+z0 1 r' Ex s" 1z1z.y 1z1z.5 X42.9 1.011 144.5 154.3 93.6 9 Luvuli.-.y 24+75 4' Lt 3" 142.6 142.6 142.6 1.011 144.2 154.3 93.4 10 Leveling 26+25 6' Lt 3" 1RJ.z 1g0.v 1rrZF.o 1.011 1zF0.1 i5zi.3 94.7 11 Leveling 27+75 5' Lt 3" 140.8 141.4 141.1 1.011 142.7 154.3 92.5 12 Leveling 29+25 9' Lt 3" 140.3 141.0 140.1 1.011 1ZFz.z 104.4 gz.z 13 Leveling J0+/0 W [c J" lr1z.1 Ir1z.9 142.5 1.011 144.1 154.3 93.4 14 Lav-.l6.g 31+25 8' Lt W 141.3 141.2 141.3 1.011 142.8 104.4 yz.a 15 Leveling 32*r0 LI a 10.5 1XrO.r 1Zo.s 1.011 142.3 154.3 92.3 Field tests aerformed usina KCDOT Tout Wthad N-1. Lot Avg. 93.0 Pavers: CAT AP -1055E #620168 Rollers CH 1 CK 1 CAT Remarks: Today's Rice Density was 154.4 CB54 XW DDV #64 5052 Breakdown CB34B DDV 1i54 0J0z Intermediate CB224E DDv Iron 0067 Finish Tonnage. 1339.78 n 15 C1 Prises 4-6 Varies Varies Roller Codes.- DD Double Drum €,cel P -Pneumatic Tester informed paving contractor and K.0 Inspector of the day's test results. j DDV Doable Dram Vil3raror Pv - Pne.mauc vibe Me16 Engineers 1 ester William S. Paraonu u-tv i. 1 5/2WA M 1 C:1Dae1 f\..�me.-.�tuocam...ts;Yi.nron-Cagan A7. NVIMA.b. b.16A t2s1 rleWseu: wzd2'u 1'0 Kills UUUI[ty v aR 155 Monroe Avenue NF. Bldg. 1), keno::, wA 980i6AI99 Dh1ra1 lmCut Of I I a1n1rU1 laUvu La. Phonc: X20'0) 2v'o-r rirh matcrial; Laftraro[ y Kh Comair y fax: (206) 296.0179 Not Mix Asphalt Compaction Form Date Paved 5/25/205Pro/ecr C.O.R. - Lugrn A.. N. Nv, 1126896 Secdons Cogan Ave 1a. Prime Juhanswn Paving Co. I ICON P,anr I Auaern Grass 1 1/2" 1 Lift La.aling StartAir Te..p. 52' f nd Arr Terrlp. 09' Gauge In.trut�k 3500 #2329 Mix r.D. MD140010 Rand. # Estimalcd Density (p) 0.3rs9 TonslftJ �7rdrn rvv/ Depth jD) Sobrt Sice (S) Lot Length to nearest 100' (A) fig• Sid. T Sra. ro Sia. Lac. ACP Tesr Temp. Lot # 15 T65t Course Toat L-„atiun Offae1 Depol Gauge Readings Avg. Reading Corr. Fact. Corrected Gauge Rice Densiry % of Flice 1 Lw.wling Jq+zo 7' Lt 3" 144.4 1Rq.z 144.3 1.011 145.9 154.3 aR.o 2 Leveling 18+30 qc' Li J., 141.6 142.5 142.1 1.011 1RJ.6 154.3 93.1 3 4 0 6 7 8 9 10 11 IL 13 14 15 Fie% resrs Performed usino KCDOT Teat Math�d N-1. Lor twg. 93.8 Pavers: CAT AP -1055E #620168 RollEr� CAI CAT CAT Remarks: Today's Rice Density was 154.4 CB54 XW DDV #Ey o0oz Breakdown CB34B uuv #64 5302 Intermediate %ozz�e DDV #64 0089 Finisn Tonnage: 1339.78 Passes Rollor Cudas 4-6 varies Variuo 7 DD DoMle Drum sreei r--PneDmat,c Tester inforrrmaU paving contractor and K.C. Inspector of the day's test results. 1`10d EngineerfTi;:.'nr William S. Parsons oa ro teed 5/z5/2016 Dov Doubie Drum Vibrator PV - Pneumadc Vibe C,,0serr %wparsonsu,ocumenrs' Renron-Cogan A -;a WMIeA 5 25.16F 133s[ Reri,.0 572//2016